Test 2020-09-28-21-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date9/28/2020 Sample Unique Key21
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing9/29/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutestwo cylinders From where was the sample collectedJob Site
First name of sampler or witnessed bysaid Last name of sampler or witnessed byanam
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCollected at jobsite Transportation Laboratory (TL) Number245325
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number1604645
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected00000000
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collecteddeck spans 8-13 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-09-28-21
DIME Test ID: 2020-09-28-21-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-12
Test Results

Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 10/12/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.98 in
Average diameter of cylinder 4: 5.98 in
Maximum load on cylinder 1: 130980 lbf
Maximum load on cylinder 2: 129066 lbf
Maximum load on cylinder 3: 139092 lbf
Maximum load on cylinder 4: 131728 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Cross sectional area of cylinder 4: 28.09 in^2
Compressive strength of cylinder 1: 4648.0 psi
Compressive strength of cylinder 2: 4580.0 psi
Compressive strength of cylinder 3: 4952 psi
Compressive strength of cylinder 4: 4690 psi
Compressive strength (to nearest 10 psi):4720 psi
General comments (publicly viewable) (Max 250 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 4

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 4

Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 4

Source: Bluehill Data Point File
Test graph for Cylinder Code 4 of 4

Test was verified on 10/12/2020